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PERT and PERT Simulation

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ppendix 7.1

PERT and PERT Simulation

LEARNING OBJECTIVES

After reading this appendix you should be able to:

  1. LO A7-1

Calculate basic Pert Simulation projections.

PERT—PROGRAM EVALUATION AND REVIEW TECHNIQUE

LO A7-1

Calculate basic Pert Simulation projections.

In 1958 the Special Office of the Navy and the Booze, Allen, and Hamilton consulting firm developed PERT (program evaluation and review technique) to schedule the more than 3,300 contractors of the Polaris submarine project and to cover uncertainty of activity time estimates.

PERT is almost identical to the critical path method (CPM) technique except it assumes each activity duration has a range that follows a statistical distribution. PERT uses three time estimates for each activity. Basically, this means each activity duration can range from an optimistic time to a pessimistic time, and a weighted average can be computed for each activity. Because project activities usually represent work, and because work tends to stay behind once it gets behind, the PERT developers chose an approximation of the beta distribution to represent activity durations. This distribution is known to be flexible and can accommodate empirical data that do not follow a normal distribution. The activity durations can be skewed more toward the high or low end of the data range. Figure A7.1A depicts a beta distribution for activity durations that is skewed toward the right and is representative of work that tends to stay late once it is behind. The distribution for the project duration is represented by a normal Page 241(symmetrical) distribution shown in Figure A7.1B. The project distribution represents the sum of the weighted averages of the activities on the critical path(s).

FIGURE A7.1 Activity and Project Frequency Distributions

Knowing the weighted average and variances for each activity allows the project planner to compute the probability of meeting different project durations. Follow the steps described in the hypothetical example given next. (The jargon is difficult for those not familiar with statistics, but the process is relatively simple after working through a couple of examples.)

The weighted average activity time is computed by the following formula:

      te = a + 4m + b6(7.1)

where

  1. te=weighted average activity time
  2. a=optimistic activity time (1 chance in 100 of completing the activity earlier under normal conditions)
  3. b=pessimistic activity time (1 chance in 100 of completing the activity later under normal conditions)
  4. m=most likely activity time

When the three time estimates have been specified, this equation is used to compute the weighted average duration for each activity. The average (deterministic) value is placed on the project network as in the CPM method and the early, late, slack, and project completion times are computed as they are in the CPM method.

The variability in the activity time estimates is approximated by the following equations: Equation 7.2 represents the standard deviation for the activity. Equation 7.3 represents the standard deviation for the project. Note the standard deviation of the activity is squared in this equation; this is also called variance. This sum includes only activities on the critical path(s) or path being reviewed.

    σte = (b − a6)(7.2)
  σTE = ∑σte2(7.3)

Finally, the average project duration (TE) is the sum of all the average activity times along the critical path (sum of te), and it follows a normal distribution.

Page 242

Knowing the average project duration and the variances of activities allows the probability of completing the project (or segment of the project) by a specific time to be computed using standard statistical tables. The equation below (Equation 7.4) is used to compute the “Z” value found in statistical tables (Z = number of standard deviations from the mean), which, in turn, tells the probability of completing the project in the time specified.

    Z = TS − TE∑σte2(7.4)

where

  1. TE=critical path duration
  2. TS=scheduled project duration
  3. Z=probability (of meeting scheduled duration) found in statistical Table A7.2

A HYPOTHETICAL EXAMPLE USING THE PERT TECHNIQUE

The activity times and variances are given in Table A7.1. The project network is presented in Figure A7.2. This figure shows the project network as AOA and AON. The AON network is presented as a reminder that PERT can use AON networks as well as AOA.

TABLE A7.1 Activity Times and Variances

Activityambte[(b – a)/6]2
1–21729473025
2–3  6122413  9
2–416192820  4
3–513161916  1
4–5  2  514  6  4
5–6  2  5  8  5  1

FIGURE A7.2 Hypothetical Network

The expected project duration (TE) is 64 time units; the critical path is 1-2-3-5-6. With this information, the probability of completing the project by a specific date can easily be computed using standard statistical methods. For example, what is the probability the project will be completed before a scheduled time (TS) of 67? The normal curve for the project would appear as shown in Figure A7.3.

FIGURE A7.3 Possible Project Durations

Using the formula for the Z value, the probability can be computed as follows:

Z=TS − TE∑σte2=67 − 6425 + 9 + 1 + 1=+336=+ 0.50P=0.69

Reading from Table A7.2, a Z value of +0.5 gives a probability of 0.69, which is interpreted to mean there is a 69 percent chance of completing the project on or before 67 time units.

TABLE A7.2 Z Values and Probabilities

Z ValueProbabilityZ ValueProbability
−3.0.001+0.0.500
−2.8.003+0.2.579
−2.6.005+0.4.655
−2.4.008+0.6.726
−2.2.014+0.8.788
−2.0.023+1.0.841
−1.8.036+1.2.885
−1.6.055+1.4.919
−1.4.081+1.6.945
−1.2.115+1.8.964
−1.0.159+2.0.977
−0.8.212+2.2.986
−0.6.274+2.4.992
−0.4.345+2.6.995
−0.2.421+2.8.997

Page 243

Conversely, the probability of completing the project by time period 60 is computed as follows:

Z=60 − 6425 + 9 + 1 + 1=− 436=− 0.67P≈0.26

Page 244

From Table A7.2, a Z value of −0.67 gives an approximate probability of 0.26, which is interpreted to mean there is about a 26 percent chance of completing the project on or before 60 time units. Note that this same type of calculation can be made for any path or segment of a path in the network.

When such probabilities are available to management, trade-off decisions can be made to accept or reduce the risk associated with a particular project duration. For example, if the project manager wishes to improve the chances of completing the project by 64 time units, at least two choices are available. First, management can spend money up front to change conditions that will reduce the duration of one or more activities on the critical path. A more prudent, second alternative would be to allocate money to a contingency fund and wait to see how the project is progressing as it is implemented.

EXERCISES

  1. Given the project information below, what is the probability of completing the National Holiday Toy project in 93 time units?
Act. IDDescriptionPredecessorOptm. (a)Most likely (m)Pess. (b)Act time teVariance [(b − a)/6]2Critical
1Design packageNone  61224
2Design product1161928
3Build package1  4  710
4Secure patent2 242736
5Build product2172947
6Paint3, 4, 5  4  710
7Test market6131619
  1. The Global Tea and Organic Juice companies have merged.

The following information has been collected for the “Consolidation Project.”

Page 245

ActivityDescriptionPredecessora optm mlb pess
  1Codify accountsNone161928
  2File articles of unificationNone303030
  3Unify price and credit policyNone607290
  4Unify personnel policiesNone182730
  5Unify data processing1172947
  6Train accounting staff1  4  710
  7Pilot run data processing5121518
  8Calculate P & L and balance sheet6, 7  61224
  9Transfer real property2182730
10Train salesforce3203550
11Negotiate with unions44055100
12Determine capital needs8112029
13Explain personnel policies11142326
14Secure line of credit9, 12131619
15End    10, 13, 14  0  0  0
  1. Compute the expected time for each activity.
  2. Compute the variance for each activity.
  3. Compute the expected project duration.
  4. What is the probability of completing the project by day 112? Within 116 days?
  5. What is the probability of completing “Negotiate with Unions” by day 90?
  1. The expected times and variances for the project activities are given below. What is the probability of completing the project in 25 periods?
IDDescriptionPredecessorteVariance
[(b − a)/6]
2
1Pilot productionNone  6  3
2Select channels of distrib.None  7  4
3Develop mktg. programNone  4  2
4Test market1  4  2
5Patent110  5
6Full production41610
7Ad promotion3  3  2
8Release2, 5, 6, 7  2   1

 

Case A7.1

 International Capital, Inc.—Part A

International Capital, Inc. (IC), is a small investment banking firm that specializes in securing funds for small- to medium-sized firms. IC is able to use a standardized project format for each engagement. Only activity times and unusual circumstances change the standard network. Beth Brown has been assigned to this Page 246client as project manager partner and has compiled the network information and activity times for the latest client as follows:

ActivityDescriptionImmediate Predecessor
AStart story draft using template
BResearch client firm
CCreate “due diligence” rough draftA, B
DCoordinate needs proposal with clientC
EEstimate future demand and cash flowsC
FDraft future plans for client companyE
GCreate and approve legal documentsC
HIntegrate all drafts into first-draft proposalD, F, G
ILine up potential sources of capitalG, F
JCheck, approve, and print final legal proposalH
KSign contracts and transfer fundsI, J
Time in Workdays
ActivityOptimisticMost LikelyPessimistic
A  4  710
B  2  4  8
C  2  5  8
D161928
E  6  924
F  1  713
G  41028
H  2  514
I  5  817
J  2  5  8
K172945

MANAGERIAL REPORT

Brown and other broker partners have a policy of passing their plan through a project review committee of colleagues. This committee traditionally checks that all details are covered, times are realistic, and resources are available. Brown wishes you to develop a report that presents a planned schedule and expected project completion time in workdays. Include a project network in your report. The average duration for a sourcing capital project is 70 workdays. IC partners have agreed it is good business to set up projects with a 95 percent chance of attaining the plan. How does this project stack up with the average project? What would the average have to be to ensure a 95 percent chance of completing the project in 70 workdays?

Case A7.2

 Advantage Energy Technology Data Center Migration—Part B

In Chapter 6, Brian Smith, network administrator at Advanced Energy Technology (AET), was given the responsibility of implementing the migration of a large data center to a new office location.Page 247

Time in Workdays
Task NameOptimistic
Dur.
Most Likely
Dur.
Pessimistic
Dur.
   Immediate
Predecessor
Critical Path
  1AET DATA CENTER MIGRATION546892
  2Team meeting     0.5  1     1.5
  3Hire contractors  6  7  82
  4Network design1214162
  5Ventilation system
  6Order ventilation system1821302
  7Install ventilation system  5  7  96
  8New racks
  9Order new racks1314212
10Install racks1721259
11Power supplies and cables
12Order power supplies & cables  6  7  82
13Install power supplies  5  51112, 16
14Install cables  6  81012, 16
15Renovation of data center1920273, 4
16City inspection   1  2  33, 7, 10
17Switchover Meetings
18Facilities  7  8  914
19Operations/systems  5  7  914
20Operations/telecommunications  6  7  814
21Systems & applications  7  71314
22Customer service  5  61314
23Power check     0.5  1     1.513, 14, 15
24Install test servers  5  7  918, 19, 20, 21, 22, 23
25Management safety check   1  2  37, 23, 24
26Primary systems check     1.5  22.525
27Set date for move   1  1  126
28Complete move   1  2327

Careful planning was needed because AET operates in the highly competitive petroleum industry. AET is one of five national software companies that provide an accounting and business management package for oil jobbers and gasoline distributors. A few years ago, AET jumped into the “application service provider” world. Their large data center provides clients with remote access to AET’s complete suite of application software systems. Traditionally, one of AET’s primary competitive advantages has been the company’s trademark IT reliability. Due to the complexity of this project, the Executive Committee insisted that preliminary analysis of the anticipated completion date be conducted.

Brian compiled the following information, in preparation for some PERT analysis:

  1. Based on these estimates and the resultant expected project duration of 69 days, the executive committee wants to know what the probability is of completing the project before a scheduled time (TS) of 68 days.
  2. The significance of this project has the executive committee very concerned. The committee has decided that more analysis of the duration of each activity is needed. Prior to conducting that effort, they asked Brian to calculate what the expected project duration would have to be to ensure a 93 percent chance of completion within 68 days.

Page 248

ADVANTAGE ENERGY TECHNOLOGY (AET)—ACCOUNTS PAYABLE SYSTEM

The AET sales department has been concerned about a new start-up company that is about to release an accounts payable system. Their investigation indicates that this new package will provide features which will seriously compete with AET’s current Accounts Payable system and in some cases exceed what AET offers.

Tom Wright, senior applications developer at AET, has been given the responsibility of analyzing, designing, developing, and delivering a new accounts payable system (A/P) for AET customers.

Complicating the issue is the concern of the sales department about AET’s recent inability to meet promised delivery dates. They have convinced CEO (Larry Martain) that a significant marketing effort will have to be expended to convince the clients they should wait for the AET product rather than jump to a package provided by a new entry to the petroleum software business. Companion to this effort is the importance of the performance of the software development group.

Consequently, Tom has decided to take the following action: tighten up the estimating effort by his developers; incorporate some new estimating procedures; and use some PERT techniques to generate probabilities associated with his delivery dates.

Tom’s planning team made a first-cut at the set of activities and associated durations:

Time in Workdays
Task NameOptimistic
Dur.
Most Likely
Dur.
Pessimistic
Dur.
  Immediate
Predecessor
Critical Path
  1ACCOUNTS PAYABLE SYSTEM
  2Planning meeting  1  1  2
  3Team assignments  3  4  52
  4Program specification
  5Customer requirements  810123
  6Feasibility study  3  5  75
  7Systems analysis  6  8105
  8Prelim budget & schedule  1  2  37
  9Functional specification  3  5  77
10Prelim design1012149
11Configuration & perf needs  3  4  510
12Hardware requirements  4  6  811
13System specification  5  7  910
14Detailed design12141612, 13
15Program specification  8101214
16Programming—first phase27323715
17Documentation14161810
18Prototype
19Development  5  7  916
20User testing & feedback12141619
21Programming—second phase10121416
22Beta testing18202221
23Final documentation pkg  9101117, 20
24Training pkg  4  5  621SS, 23
25Product release  3  5  722, 23, 24

SS = Start to Start lag

Page 249

  1. Based on these estimates and the critical path, the project duration is estimated at 149 days. But an AET salesperson in the Southeast Region has discovered that the competing A/P package (with significant improvements) is scheduled for delivery in approximately 145 days. The sales force is very anxious to beat that delivery time. The executive committee asks Tom for an estimated probability of reducing his expected project duration by two days.
  2. The executive committee is advised by Tom that after all the estimating was completed, he determined that one of his two critical systems analysts might have to move out of the area for critical family reasons. Tom is still very confident that with some staff rearrangements, assistance from a subcontractor, and some “hands on” activities on his part he can still meet the original delivery date, based on 149 days.

This news is very disconcerting to the committee and the sales staff. At this point, the committee decides that based on the most recent delivery performance of AET, a modified, comfortable delivery date should be communicated to AET clients—one that Tom and his staff are very likely to meet. Consequently, Tom is asked to calculate what the expected project duration would have to be to ensure a 98 percent chance of completion within 160 days—that is a “published, drop dead date” that can be communicated to the clients.

 

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